True triaxial shear rock mass shearing seepage test device suitable for high seepage pressure, and test method of test device

A high osmotic pressure, test device technology, used in measurement devices, permeability/surface area analysis, suspension and porous material analysis, etc. The effect of precise control and measurement

Pending Publication Date: 2017-02-01
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The specially designed sealing rubber sleeve can overcome the problem of difficult sealing of high-pressure fluid in the rock mass shearing process and the problem that the pressure and volume of the fluid in the rock mass cannot be accurately measured and controlled; the loading capacity of the device can meet the requirements of complete rock shearing

Method used

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  • True triaxial shear rock mass shearing seepage test device suitable for high seepage pressure, and test method of test device
  • True triaxial shear rock mass shearing seepage test device suitable for high seepage pressure, and test method of test device
  • True triaxial shear rock mass shearing seepage test device suitable for high seepage pressure, and test method of test device

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Embodiment Construction

[0080] Below in conjunction with accompanying drawing and embodiment describe in detail:

[0081] 1. Overall

[0082] Such as figure 1 , 2 , 3, 4, the device includes a rigid frame 1, an oil cylinder 2, a pressure sensor 3, a high-pressure cavity 4, a pressure column 5, a shear plate 6, a normal pressure plate 7, a rock sample 8, a sealing rubber sleeve 9, a computer 10, Fluid injection metering pump 11, fluid return metering pump 12, confining pressure tracking pump 13, X-direction displacement sensor 14, Y-direction displacement sensor 15, Z-direction displacement sensor 16;

[0083] Its location and connection relationship are:

[0084] A high-pressure chamber 4 is arranged at the bottom of the rigid frame 1, and an assembly composed of a shear plate 6, a normal pressure plate 7, a rock sample 8 and a sealant sleeve 9 to form a shear seepage seal is arranged in the high-pressure chamber 4 , the structure of the assembly is: the rock sample 8 is placed in the center of t...

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Abstract

The invention discloses a true triaxial shear rock mass shearing seepage test device suitable for high seepage pressure, and a test method of the test device, and relates to a rack mechanics test technology. The device comprises a rigid frame, an oil cylinder, a pressure sensor, a high pressure cavity, a compression column, a shear plate, a normal pressure plate, a rock sample, a plastic sleeve, a computer, a fluid injection metering pump, a fluid return metering pump, a confining pressure tracking pump, an X-direction displacement sensor, a Y-direction displacement sensor and a Z-direction displacement sensor. The method comprises the steps of preparing a rock sample; assembling a composite member; placing the composite member; connecting pipelines; loading stress; checking airtightness; adjusting the stress and temperature; injecting fluid; carrying out a shearing test; unloading the stress; cleaning the device. After the device and the method are adopted, a true triaxial shear rock mass shearing seepage test can be realized under the complicated conditions of high temperature, high stress and high seepage pressure, and the sealing problem of high permeability fluid is solved during shearing; the highest seepage pressure reaches 50MPa, and the volume and pressure of seepage fluid can be accurately controlled and measured.

Description

technical field [0001] The invention relates to rock mechanics test technology, in particular to a rock mass true triaxial shear seepage test device and method suitable for high osmotic pressure. Background technique [0002] The rock mass shearing device is a rock mechanics testing device that can directly measure the shear strength and deformation parameters of rock mass (joints). Evaluate. In recent years, with the deep expansion of underground engineering and mining engineering, groundwater has seriously affected the stability of rock mass engineering, so it is extremely important to conduct research on rock mass shear-seepage coupling. At present, a lot of research work has been carried out at home and abroad, and a variety of rock mass shear-seepage coupling test devices have been developed. However, these devices have the problem of low seepage fluid pressure and cannot break through the problem of high-pressure fluid sealing, resulting in high-pressure fluid conditi...

Claims

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Application Information

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IPC IPC(8): G01N15/08
CPCG01N15/0826
Inventor 胡少斌李小春张强白冰刘明泽
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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